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noticeInvitingTenderDTO	createdTs 1709790410910 version 5 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 1690.00 emd 134680.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 15-03-2024 16:00:20 tenderQueryClose 14-03-2024 16:42:12 technicalBidOpen 16-03-2024 16:00:24 publishedDate 07-03-2024 17:22:09 publishedByPost PWD_EE_DIV_BID publishedByUser KPE14569 - SHIVSHANKER V KAMSHETTY bidValidityPeriod 90 noOfCalls 2 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn True percentageRateTypeText None contactPerson Shivshanker kamshetty splitEmdRequiredYn True emdBankGuarantee 84680.00 emdCash 50000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08482226440 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1709790410912 version 17 createdDate None modifiedDate None tenderNumber PWD/2023-24/BD/WORK_INDENT6848/CALL-2 title Construction of Bus Shelters at Mehakar, Yallmmawadi, Alwai, Attarga, Saigaon, Balegaon Cross Villages in Bhalki Tq description Construction of Bus Shelters at Mehakar, Yallmmawadi, Alwai, Attarga, Saigaon, Balegaon Cross Villages in Bhalki Tq category WORKS categoryText Works ecv 6733991.88 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1692 locationName PWD Division Office Bidar provisionalAmount 8000000.0 groupOverheadTotal None fileNumber PWD/BLK/KKRDB/2023-24/3
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1709790411000 1 None None Buildings Detailed Estimate of Mehakar Bus Shelter 1122331.98 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2953559 97615 None CSR 23-24 Volume-1, Pg No. 8 SI. No.1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth (CSR 23-24 Volume-1, Pg No. 8/ SI. No.1.12) Cum 99.75 99.75 11.55 False None None False None False 1152.1125 0 2953560 97615 None CSR 23-24 Volume-1, Pg No. 8 SI. No.1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m (CSR 23-24 Volume-1, Pg No. 8/ SI. No.1.14.1) Cum 107.1 107.1 27.98 False None None False None False 2996.658 0 2953561 97615 None CSR 23-24 Volume-1, Pg No. 15 SI. No.2.1.3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 15/ SI. No.2.1.3) Cum 6288.45 6288.45 4.1 False None None False None False 25782.645 0 2953562 97615 None CSR 23-24 Volume-2, Pg No. 9 SI. No.5.3 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (CSR 23-24 Volume-2, Pg No. 9/ SI. No.5.3) Cum 6515.25 6515.25 11.67 False None None False None False 76032.9675 0 2953563 97615 None CSR 23-24 Volume-1, Pg No. 15 SI. No.2.2.1 Providing and laying in position Cement Concrete for all Foundation works. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 15/ SI. No.2.2.1) Cum 6601.35 6601.35 3.89 False None None False None False 25679.2515 0 2953564 97615 None CSR 23-24 Volume-1, Pg No. 29 SI. No.1a Formwark for Footings Isolated @ 8% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.1a) Cum 528.11 528.11 3.89 False None None False None False 2054.3479 0 2953565 97615 None CSR 23-24 Volume-1, Pg No. 16 SI. No.2.4.2 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 DesignMix Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 16/ SI. No.2.4.2) Cum 6639.15 6639.15 2.84 False None None False None False 18855.186 0 2953566 97615 None CSR 23-24 Volume-1, Pg No. 29 SI. No.7 Formwark for Columns @ 70% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.7) Cum 4647.41 4647.41 0.97 False None None False None False 4507.9877 0 2953567 97615 None CSR 23-24 Volume-1, Pg No. 29 SI. No.1a Formwark for Plinth beams of Buildings @ 50% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.1a) Cum 2323.7 2323.7 1.87 False None None False None False 4345.319 0 2953568 97615 None CSR 23-24 Volume-1, Pg No. 7 SI. No.1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (CSR 23-24 Volume-1, Pg No. 7/ SI. No.1.9) Cum 279.3 279.3 42.32 False None None False None False 11819.976 0 2953569 97615 None CSR 23-24 Volume-1, Pg No. 16 SI. No.2.5.1 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 16/ SI. No.2.5.1) Cum 6961.5 6961.5 15.92 False None None False None False 110827.08 0 2953570 97615 None CSR 23-24 Volume-1, Pg No. 29 SI. No.7 Formwark for Columns @ 70% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.7) Cum 4873.05 4873.05 2.2 False None None False None False 10720.71 0 2953571 97615 None CSR 23-24 Volume-1, Pg No. 30 SI. No.12 Formwark for Beams & Lintels of Building @ 60% (CSR 23-24 Volume-1, Pg No. 30/ SI. No.12) Cum 4176.9 4176.9 4.23 False None None False None False 17668.287 0 2953572 97615 None CSR 23-24 Volume-1, Pg No. 30 SI. No.13 Formwark for Roof Slab of Building @ 50% (CSR 23-24 Volume-1, Pg No. 30/ SI. No.13) Cum 3480.75 3480.75 9.3 False None None False None False 32370.975 0 2953573 97615 None CSR 23-24 Volume-1, Pg No. 30 SI. No.17 Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (CSR 23-24 Volume-1, Pg No. 30/ SI. No.17) Cum 3132.68 3132.68 0.19 False None None False None False 595.2092 0 2953574 97615 None CSR 23-24 Volume-1, Pg No. 16 SI. No.2.4.1 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 16/ SI. No.2.4.1) Cum 6724.2 6724.2 6.79 False None None False None False 45657.318 0 2953575 97615 None CSR 23-24 Volume-1, Pg No. 18 SI. No.2.11a Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings (CSR 23-24 Volume-1, Pg No. 18/ SI. No.2.11a) Tonne 93929.85 93929.85 2.49 False None None False None False 233885.3265 0 2953576 97615 None CSR 23-24 Volume-2, Pg No. 14 SI. No.6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(CSR 23-24 Volume-2, Pg No. 14/ SI. No.6.8) Cum 8367.45 8367.45 14.96 False None None False None False 125177.052 0 2953577 97615 None CSR 23-24 Volume-2, Pg No. 86 SI. No.11.31 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge including cost of materials, labour, usage charges of machinery complete as per specifications. (CSR 23-24 Volume-2, Pg No. 86/ SI. No.11.31) Kg 120.75 120.75 150.0 False None None False None False 18112.5 0 2953578 97615 None CSR 23-24 Volume-2, Pg No. 108-109 SI. No.12.84 Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight withreinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. CSR 23-24 Volume-2, Pg No. 108-109/ SI. No.12.84) Sqm 5274.15 5274.15 6.0 False None None False None False 31644.9 0 2953579 97615 None CSR 23-24 Volume-2, Pg No. 64 SI. No.9.34 Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications. (CSR 23-24 Volume-2, Pg No. 64/ SI. No.9.34) Sqm 1622.25 1622.25 42.24 False None None False None False 68523.84 0 2953580 97615 None CSR 23-24 Volume-2, Pg No. 63 SI. No.9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. (CSR 23-24 Volume-2, Pg No. 63/ SI. No.9.24) Sqm 2994.6 2994.6 21.16 False None None False None False 63365.736 0 2953581 97615 None CSR 23-24 Volume-2, Pg No. 41 SI. No.8.1.2 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (CSR 23-24 Volume-2, Pg No. 41/ SI. No.8.1.2) Sqm 253.05 253.05 124.27 False None None False None False 31446.5235 0 2953582 97615 None CSR 23-24 Volume-2, Pg No. 50 SI. No.8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. (CSR 23-24 Volume-2, Pg No. 50/ SI. No.8.51) Sqm 105.0 105.0 124.27 False None None False None False 13048.35 0 2953583 97615 None CSR 23-24 Volume-2, Pg No. 42 SI. No.8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (CSR 23-24 Volume-2, Pg No. 42/ SI. No.8.8) Sqm 389.55 389.55 132.02 False None None False None False 51428.391 0 2953584 97615 None CSR 23-24 Volume-2, Pg No. 44 SI. No.8.16a Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. (CSR 23-24 Volume-2, Pg No. 44/ SI. No.8.16a) Sqm 1299.9 1299.9 10.08 False None None False None False 13102.992 0 2953585 97615 None CSR 23-24 Volume-2, Pg No. 26 SI. No.7.35 Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete. (CSR 23-24 Volume-2, Pg No. 26/ SI. No.7.35) Sqm 308.7 308.7 10.08 False None None False None False 3111.696 0 2953586 97615 None CSR 23-24 Volume-2, Pg No. 47 SI. No.8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (CSR 23-24 Volume-2, Pg No. 47/ SI. No.8.33.3) Sqm 145.95 145.95 6.0 False None None False None False 875.7 0 2953587 97615 None CSR 23-24 Volume-2, Pg No. 46 SI. No.8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (CSR 23-24 Volume-2, Pg No. 46/ SI. No.8.30) Sqm 182.7 182.7 132.02 False None None False None False 24120.054 0 2953588 97615 None CSR 23-24 Volume-2, Pg No. 46 SI. No.8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) (CSR 23-24 Volume-2, Pg No. 46/ SI. No.8.33.1) Sqm 165.9 165.9 124.27 False None None False None False 20616.393 0 2953589 97615 None CSR 23-24 Volume-2, Pg No. 84 SI. No.11.26.1 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. (CSR 23-24 Volume-2, Pg No. 84/ SI. No.11.26.1) Sqm 144.9 144.9 185.0 False None None False None False 26806.5 0 2953590 97615 None item 1 KKRDB Name Board Each 6000.0 6000.0 1.0 False None None False None False 6000.0 0 1709790411000 1 None None Buildings Detailed Estimate of Yallammawadi Bus Shelter 1122331.98 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2953591 97616 None CSR 23-24 Volume-1, Pg No. 8 SI. No.1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth (CSR 23-24 Volume-1, Pg No. 8/ SI. No.1.12) Cum 99.75 99.75 11.55 False None None False None False 1152.1125 0 2953592 97616 None CSR 23-24 Volume-1, Pg No. 8 SI. No.1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m (CSR 23-24 Volume-1, Pg No. 8/ SI. No.1.14.1) Cum 107.1 107.1 27.98 False None None False None False 2996.658 0 2953593 97616 None CSR 23-24 Volume-1, Pg No. 15 SI. No.2.1.3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 15/ SI. No.2.1.3) Cum 6288.45 6288.45 4.1 False None None False None False 25782.645 0 2953594 97616 None CSR 23-24 Volume-2, Pg No. 9 SI. No.5.3 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (CSR 23-24 Volume-2, Pg No. 9/ SI. No.5.3) Cum 6515.25 6515.25 11.67 False None None False None False 76032.9675 0 2953595 97616 None CSR 23-24 Volume-1, Pg No. 15 SI. No.2.2.1 Providing and laying in position Cement Concrete for all Foundation works. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 15/ SI. No.2.2.1) Cum 6601.35 6601.35 3.89 False None None False None False 25679.2515 0 2953596 97616 None CSR 23-24 Volume-1, Pg No. 29 SI. No.1a Formwark for Footings Isolated @ 8% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.1a) Cum 528.11 528.11 3.89 False None None False None False 2054.3479 0 2953597 97616 None CSR 23-24 Volume-1, Pg No. 16 SI. No.2.4.2 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 DesignMix Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 16/ SI. No.2.4.2) Cum 6639.15 6639.15 2.84 False None None False None False 18855.186 0 2953598 97616 None CSR 23-24 Volume-1, Pg No. 29 SI. No.7 Formwark for Columns @ 70% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.7) Cum 4647.41 4647.41 0.97 False None None False None False 4507.9877 0 2953599 97616 None CSR 23-24 Volume-1, Pg No. 29 SI. No.1a Formwark for Plinth beams of Buildings @ 50% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.1a) Cum 2323.7 2323.7 1.87 False None None False None False 4345.319 0 2953600 97616 None CSR 23-24 Volume-1, Pg No. 7 SI. No.1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (CSR 23-24 Volume-1, Pg No. 7/ SI. No.1.9) Cum 279.3 279.3 42.32 False None None False None False 11819.976 0 2953601 97616 None CSR 23-24 Volume-1, Pg No. 16 SI. No.2.5.1 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 16/ SI. No.2.5.1) Cum 6961.5 6961.5 15.92 False None None False None False 110827.08 0 2953602 97616 None CSR 23-24 Volume-1, Pg No. 29 SI. No.7 Formwark for Columns @ 70% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.7) Cum 4873.05 4873.05 2.2 False None None False None False 10720.71 0 2953603 97616 None CSR 23-24 Volume-1, Pg No. 30 SI. No.12 Formwark for Beams & Lintels of Building @ 60% (CSR 23-24 Volume-1, Pg No. 30/ SI. No.12) Cum 4176.9 4176.9 4.23 False None None False None False 17668.287 0 2953604 97616 None CSR 23-24 Volume-1, Pg No. 30 SI. No.13 Formwark for Roof Slab of Building @ 50% (CSR 23-24 Volume-1, Pg No. 30/ SI. No.13) Cum 3480.75 3480.75 9.3 False None None False None False 32370.975 0 2953605 97616 None CSR 23-24 Volume-1, Pg No. 30 SI. No.17 Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (CSR 23-24 Volume-1, Pg No. 30/ SI. No.17) Cum 3132.68 3132.68 0.19 False None None False None False 595.2092 0 2953606 97616 None CSR 23-24 Volume-1, Pg No. 16 SI. No.2.4.1 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 16/ SI. No.2.4.1) Cum 6724.2 6724.2 6.79 False None None False None False 45657.318 0 2953607 97616 None CSR 23-24 Volume-1, Pg No. 18 SI. No.2.11a Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings (CSR 23-24 Volume-1, Pg No. 18/ SI. No.2.11a) Tonne 93929.85 93929.85 2.49 False None None False None False 233885.3265 0 2953608 97616 None CSR 23-24 Volume-2, Pg No. 14 SI. No.6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(CSR 23-24 Volume-2, Pg No. 14/ SI. No.6.8) Cum 8367.45 8367.45 14.96 False None None False None False 125177.052 0 2953609 97616 None CSR 23-24 Volume-2, Pg No. 86 SI. No.11.31 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge including cost of materials, labour, usage charges of machinery complete as per specifications. (CSR 23-24 Volume-2, Pg No. 86/ SI. No.11.31) Kg 120.75 120.75 150.0 False None None False None False 18112.5 0 2953610 97616 None CSR 23-24 Volume-2, Pg No. 108-109 SI. No.12.84 Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight withreinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. CSR 23-24 Volume-2, Pg No. 108-109/ SI. No.12.84) Sqm 5274.15 5274.15 6.0 False None None False None False 31644.9 0 2953611 97616 None CSR 23-24 Volume-2, Pg No. 64 SI. No.9.34 Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications. (CSR 23-24 Volume-2, Pg No. 64/ SI. No.9.34) Sqm 1622.25 1622.25 42.24 False None None False None False 68523.84 0 2953612 97616 None CSR 23-24 Volume-2, Pg No. 63 SI. No.9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. (CSR 23-24 Volume-2, Pg No. 63/ SI. No.9.24) Sqm 2994.6 2994.6 21.16 False None None False None False 63365.736 0 2953613 97616 None CSR 23-24 Volume-2, Pg No. 41 SI. No.8.1.2 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (CSR 23-24 Volume-2, Pg No. 41/ SI. No.8.1.2) Sqm 253.05 253.05 124.27 False None None False None False 31446.5235 0 2953614 97616 None CSR 23-24 Volume-2, Pg No. 50 SI. No.8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. (CSR 23-24 Volume-2, Pg No. 50/ SI. No.8.51) Sqm 105.0 105.0 124.27 False None None False None False 13048.35 0 2953615 97616 None CSR 23-24 Volume-2, Pg No. 42 SI. No.8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (CSR 23-24 Volume-2, Pg No. 42/ SI. No.8.8) Sqm 389.55 389.55 132.02 False None None False None False 51428.391 0 2953616 97616 None CSR 23-24 Volume-2, Pg No. 44 SI. No.8.16a Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. (CSR 23-24 Volume-2, Pg No. 44/ SI. No.8.16a) Sqm 1299.9 1299.9 10.08 False None None False None False 13102.992 0 2953617 97616 None CSR 23-24 Volume-2, Pg No. 26 SI. No.7.35 Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete. (CSR 23-24 Volume-2, Pg No. 26/ SI. No.7.35) Sqm 308.7 308.7 10.08 False None None False None False 3111.696 0 2953618 97616 None CSR 23-24 Volume-2, Pg No. 47 SI. No.8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (CSR 23-24 Volume-2, Pg No. 47/ SI. No.8.33.3) Sqm 145.95 145.95 6.0 False None None False None False 875.7 0 2953619 97616 None CSR 23-24 Volume-2, Pg No. 46 SI. No.8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (CSR 23-24 Volume-2, Pg No. 46/ SI. No.8.30) Sqm 182.7 182.7 132.02 False None None False None False 24120.054 0 2953620 97616 None CSR 23-24 Volume-2, Pg No. 46 SI. No.8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) (CSR 23-24 Volume-2, Pg No. 46/ SI. No.8.33.1) Sqm 165.9 165.9 124.27 False None None False None False 20616.393 0 2953621 97616 None CSR 23-24 Volume-2, Pg No. 84 SI. No.11.26.1 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. (CSR 23-24 Volume-2, Pg No. 84/ SI. No.11.26.1) Sqm 144.9 144.9 185.0 False None None False None False 26806.5 0 2953622 97616 None item 1 KKRDB Name Board Each 6000.0 6000.0 1.0 False None None False None False 6000.0 0 1709790411000 1 None None Buildings Detailed Estimate of Alwai Bus Shelter 1122331.98 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2953623 97617 None CSR 23-24 Volume-1, Pg No. 8 SI. No.1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth (CSR 23-24 Volume-1, Pg No. 8/ SI. No.1.12) Cum 99.75 99.75 11.55 False None None False None False 1152.1125 0 2953624 97617 None CSR 23-24 Volume-1, Pg No. 8 SI. No.1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m (CSR 23-24 Volume-1, Pg No. 8/ SI. No.1.14.1) Cum 107.1 107.1 27.98 False None None False None False 2996.658 0 2953625 97617 None CSR 23-24 Volume-1, Pg No. 15 SI. No.2.1.3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 15/ SI. No.2.1.3) Cum 6288.45 6288.45 4.1 False None None False None False 25782.645 0 2953626 97617 None CSR 23-24 Volume-2, Pg No. 9 SI. No.5.3 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (CSR 23-24 Volume-2, Pg No. 9/ SI. No.5.3) Cum 6515.25 6515.25 11.67 False None None False None False 76032.9675 0 2953627 97617 None CSR 23-24 Volume-1, Pg No. 15 SI. No.2.2.1 Providing and laying in position Cement Concrete for all Foundation works. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 15/ SI. No.2.2.1) Cum 6601.35 6601.35 3.89 False None None False None False 25679.2515 0 2953628 97617 None CSR 23-24 Volume-1, Pg No. 29 SI. No.1a Formwark for Footings Isolated @ 8% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.1a) Cum 528.11 528.11 3.89 False None None False None False 2054.3479 0 2953629 97617 None CSR 23-24 Volume-1, Pg No. 16 SI. No.2.4.2 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 DesignMix Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 16/ SI. No.2.4.2) Cum 6639.15 6639.15 2.84 False None None False None False 18855.186 0 2953630 97617 None CSR 23-24 Volume-1, Pg No. 29 SI. No.7 Formwark for Columns @ 70% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.7) Cum 4647.41 4647.41 0.97 False None None False None False 4507.9877 0 2953631 97617 None CSR 23-24 Volume-1, Pg No. 29 SI. No.1a Formwark for Plinth beams of Buildings @ 50% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.1a) Cum 2323.7 2323.7 1.87 False None None False None False 4345.319 0 2953632 97617 None CSR 23-24 Volume-1, Pg No. 7 SI. No.1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (CSR 23-24 Volume-1, Pg No. 7/ SI. No.1.9) Cum 279.3 279.3 42.32 False None None False None False 11819.976 0 2953633 97617 None CSR 23-24 Volume-1, Pg No. 16 SI. No.2.5.1 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 16/ SI. No.2.5.1) Cum 6961.5 6961.5 15.92 False None None False None False 110827.08 0 2953634 97617 None CSR 23-24 Volume-1, Pg No. 29 SI. No.7 Formwark for Columns @ 70% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.7) Cum 4873.05 4873.05 2.2 False None None False None False 10720.71 0 2953635 97617 None CSR 23-24 Volume-1, Pg No. 30 SI. No.12 Formwark for Beams & Lintels of Building @ 60% (CSR 23-24 Volume-1, Pg No. 30/ SI. No.12) Cum 4176.9 4176.9 4.23 False None None False None False 17668.287 0 2953636 97617 None CSR 23-24 Volume-1, Pg No. 30 SI. No.13 Formwark for Roof Slab of Building @ 50% (CSR 23-24 Volume-1, Pg No. 30/ SI. No.13) Cum 3480.75 3480.75 9.3 False None None False None False 32370.975 0 2953637 97617 None CSR 23-24 Volume-1, Pg No. 30 SI. No.17 Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (CSR 23-24 Volume-1, Pg No. 30/ SI. No.17) Cum 3132.68 3132.68 0.19 False None None False None False 595.2092 0 2953638 97617 None CSR 23-24 Volume-1, Pg No. 16 SI. No.2.4.1 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 16/ SI. No.2.4.1) Cum 6724.2 6724.2 6.79 False None None False None False 45657.318 0 2953639 97617 None CSR 23-24 Volume-1, Pg No. 18 SI. No.2.11a Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings (CSR 23-24 Volume-1, Pg No. 18/ SI. No.2.11a) Tonne 93929.85 93929.85 2.49 False None None False None False 233885.3265 0 2953640 97617 None CSR 23-24 Volume-2, Pg No. 14 SI. No.6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(CSR 23-24 Volume-2, Pg No. 14/ SI. No.6.8) Cum 8367.45 8367.45 14.96 False None None False None False 125177.052 0 2953641 97617 None CSR 23-24 Volume-2, Pg No. 86 SI. No.11.31 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge including cost of materials, labour, usage charges of machinery complete as per specifications. (CSR 23-24 Volume-2, Pg No. 86/ SI. No.11.31) Kg 120.75 120.75 150.0 False None None False None False 18112.5 0 2953642 97617 None CSR 23-24 Volume-2, Pg No. 108-109 SI. No.12.84 Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight withreinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. CSR 23-24 Volume-2, Pg No. 108-109/ SI. No.12.84) Sqm 5274.15 5274.15 6.0 False None None False None False 31644.9 0 2953643 97617 None CSR 23-24 Volume-2, Pg No. 64 SI. No.9.34 Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications. (CSR 23-24 Volume-2, Pg No. 64/ SI. No.9.34) Sqm 1622.25 1622.25 42.24 False None None False None False 68523.84 0 2953644 97617 None CSR 23-24 Volume-2, Pg No. 63 SI. No.9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. (CSR 23-24 Volume-2, Pg No. 63/ SI. No.9.24) Sqm 2994.6 2994.6 21.16 False None None False None False 63365.736 0 2953645 97617 None CSR 23-24 Volume-2, Pg No. 41 SI. No.8.1.2 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (CSR 23-24 Volume-2, Pg No. 41/ SI. No.8.1.2) Sqm 253.05 253.05 124.27 False None None False None False 31446.5235 0 2953646 97617 None CSR 23-24 Volume-2, Pg No. 50 SI. No.8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. (CSR 23-24 Volume-2, Pg No. 50/ SI. No.8.51) Sqm 105.0 105.0 124.27 False None None False None False 13048.35 0 2953647 97617 None CSR 23-24 Volume-2, Pg No. 42 SI. No.8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (CSR 23-24 Volume-2, Pg No. 42/ SI. No.8.8) Sqm 389.55 389.55 132.02 False None None False None False 51428.391 0 2953648 97617 None CSR 23-24 Volume-2, Pg No. 44 SI. No.8.16a Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. (CSR 23-24 Volume-2, Pg No. 44/ SI. No.8.16a) Sqm 1299.9 1299.9 10.08 False None None False None False 13102.992 0 2953649 97617 None CSR 23-24 Volume-2, Pg No. 26 SI. No.7.35 Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete. (CSR 23-24 Volume-2, Pg No. 26/ SI. No.7.35) Sqm 308.7 308.7 10.08 False None None False None False 3111.696 0 2953650 97617 None CSR 23-24 Volume-2, Pg No. 47 SI. No.8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (CSR 23-24 Volume-2, Pg No. 47/ SI. No.8.33.3) Sqm 145.95 145.95 6.0 False None None False None False 875.7 0 2953651 97617 None CSR 23-24 Volume-2, Pg No. 46 SI. No.8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (CSR 23-24 Volume-2, Pg No. 46/ SI. No.8.30) Sqm 182.7 182.7 132.02 False None None False None False 24120.054 0 2953652 97617 None CSR 23-24 Volume-2, Pg No. 46 SI. No.8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) (CSR 23-24 Volume-2, Pg No. 46/ SI. No.8.33.1) Sqm 165.9 165.9 124.27 False None None False None False 20616.393 0 2953653 97617 None CSR 23-24 Volume-2, Pg No. 84 SI. No.11.26.1 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. (CSR 23-24 Volume-2, Pg No. 84/ SI. No.11.26.1) Sqm 144.9 144.9 185.0 False None None False None False 26806.5 0 2953654 97617 None item 1 KKRDB Name Board Each 6000.0 6000.0 1.0 False None None False None False 6000.0 0 1709790411000 1 None None Buildings Detailed Estimate of Attarga Bus Shelter 1122331.98 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2953655 97618 None CSR 23-24 Volume-1, Pg No. 8 SI. No.1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth (CSR 23-24 Volume-1, Pg No. 8/ SI. No.1.12) Cum 99.75 99.75 11.55 False None None False None False 1152.1125 0 2953656 97618 None CSR 23-24 Volume-1, Pg No. 8 SI. No.1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m (CSR 23-24 Volume-1, Pg No. 8/ SI. No.1.14.1) Cum 107.1 107.1 27.98 False None None False None False 2996.658 0 2953657 97618 None CSR 23-24 Volume-1, Pg No. 15 SI. No.2.1.3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 15/ SI. No.2.1.3) Cum 6288.45 6288.45 4.1 False None None False None False 25782.645 0 2953658 97618 None CSR 23-24 Volume-2, Pg No. 9 SI. No.5.3 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (CSR 23-24 Volume-2, Pg No. 9/ SI. No.5.3) Cum 6515.25 6515.25 11.67 False None None False None False 76032.9675 0 2953659 97618 None CSR 23-24 Volume-1, Pg No. 15 SI. No.2.2.1 Providing and laying in position Cement Concrete for all Foundation works. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 15/ SI. No.2.2.1) Cum 6601.35 6601.35 3.89 False None None False None False 25679.2515 0 2953660 97618 None CSR 23-24 Volume-1, Pg No. 29 SI. No.1a Formwark for Footings Isolated @ 8% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.1a) Cum 528.11 528.11 3.89 False None None False None False 2054.3479 0 2953661 97618 None CSR 23-24 Volume-1, Pg No. 16 SI. No.2.4.2 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 DesignMix Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 16/ SI. No.2.4.2) Cum 6639.15 6639.15 2.84 False None None False None False 18855.186 0 2953662 97618 None CSR 23-24 Volume-1, Pg No. 29 SI. No.7 Formwark for Columns @ 70% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.7) Cum 4647.41 4647.41 0.97 False None None False None False 4507.9877 0 2953663 97618 None CSR 23-24 Volume-1, Pg No. 29 SI. No.1a Formwark for Plinth beams of Buildings @ 50% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.1a) Cum 2323.7 2323.7 1.87 False None None False None False 4345.319 0 2953664 97618 None CSR 23-24 Volume-1, Pg No. 7 SI. No.1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (CSR 23-24 Volume-1, Pg No. 7/ SI. No.1.9) Cum 279.3 279.3 42.32 False None None False None False 11819.976 0 2953665 97618 None CSR 23-24 Volume-1, Pg No. 16 SI. No.2.5.1 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 16/ SI. No.2.5.1) Cum 6961.5 6961.5 15.92 False None None False None False 110827.08 0 2953666 97618 None CSR 23-24 Volume-1, Pg No. 29 SI. No.7 Formwark for Columns @ 70% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.7) Cum 4873.05 4873.05 2.2 False None None False None False 10720.71 0 2953667 97618 None CSR 23-24 Volume-1, Pg No. 30 SI. No.12 Formwark for Beams & Lintels of Building @ 60% (CSR 23-24 Volume-1, Pg No. 30/ SI. No.12) Cum 4176.9 4176.9 4.23 False None None False None False 17668.287 0 2953668 97618 None CSR 23-24 Volume-1, Pg No. 30 SI. No.13 Formwark for Roof Slab of Building @ 50% (CSR 23-24 Volume-1, Pg No. 30/ SI. No.13) Cum 3480.75 3480.75 9.3 False None None False None False 32370.975 0 2953669 97618 None CSR 23-24 Volume-1, Pg No. 30 SI. No.17 Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (CSR 23-24 Volume-1, Pg No. 30/ SI. No.17) Cum 3132.68 3132.68 0.19 False None None False None False 595.2092 0 2953670 97618 None CSR 23-24 Volume-1, Pg No. 16 SI. No.2.4.1 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 16/ SI. No.2.4.1) Cum 6724.2 6724.2 6.79 False None None False None False 45657.318 0 2953671 97618 None CSR 23-24 Volume-1, Pg No. 18 SI. No.2.11a Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings (CSR 23-24 Volume-1, Pg No. 18/ SI. No.2.11a) Tonne 93929.85 93929.85 2.49 False None None False None False 233885.3265 0 2953672 97618 None CSR 23-24 Volume-2, Pg No. 14 SI. No.6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(CSR 23-24 Volume-2, Pg No. 14/ SI. No.6.8) Cum 8367.45 8367.45 14.96 False None None False None False 125177.052 0 2953673 97618 None CSR 23-24 Volume-2, Pg No. 86 SI. No.11.31 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge including cost of materials, labour, usage charges of machinery complete as per specifications. (CSR 23-24 Volume-2, Pg No. 86/ SI. No.11.31) Kg 120.75 120.75 150.0 False None None False None False 18112.5 0 2953674 97618 None CSR 23-24 Volume-2, Pg No. 108-109 SI. No.12.84 Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight withreinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. CSR 23-24 Volume-2, Pg No. 108-109/ SI. No.12.84) Sqm 5274.15 5274.15 6.0 False None None False None False 31644.9 0 2953675 97618 None CSR 23-24 Volume-2, Pg No. 64 SI. No.9.34 Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications. (CSR 23-24 Volume-2, Pg No. 64/ SI. No.9.34) Sqm 1622.25 1622.25 42.24 False None None False None False 68523.84 0 2953676 97618 None CSR 23-24 Volume-2, Pg No. 63 SI. No.9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. (CSR 23-24 Volume-2, Pg No. 63/ SI. No.9.24) Sqm 2994.6 2994.6 21.16 False None None False None False 63365.736 0 2953677 97618 None CSR 23-24 Volume-2, Pg No. 41 SI. No.8.1.2 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (CSR 23-24 Volume-2, Pg No. 41/ SI. No.8.1.2) Sqm 253.05 253.05 124.27 False None None False None False 31446.5235 0 2953678 97618 None CSR 23-24 Volume-2, Pg No. 50 SI. No.8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. (CSR 23-24 Volume-2, Pg No. 50/ SI. No.8.51) Sqm 105.0 105.0 124.27 False None None False None False 13048.35 0 2953679 97618 None CSR 23-24 Volume-2, Pg No. 42 SI. No.8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (CSR 23-24 Volume-2, Pg No. 42/ SI. No.8.8) Sqm 389.55 389.55 132.02 False None None False None False 51428.391 0 2953680 97618 None CSR 23-24 Volume-2, Pg No. 44 SI. No.8.16a Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. (CSR 23-24 Volume-2, Pg No. 44/ SI. No.8.16a) Sqm 1299.9 1299.9 10.08 False None None False None False 13102.992 0 2953681 97618 None CSR 23-24 Volume-2, Pg No. 26 SI. No.7.35 Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete. (CSR 23-24 Volume-2, Pg No. 26/ SI. No.7.35) Sqm 308.7 308.7 10.08 False None None False None False 3111.696 0 2953682 97618 None CSR 23-24 Volume-2, Pg No. 47 SI. No.8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (CSR 23-24 Volume-2, Pg No. 47/ SI. No.8.33.3) Sqm 145.95 145.95 6.0 False None None False None False 875.7 0 2953683 97618 None CSR 23-24 Volume-2, Pg No. 46 SI. No.8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (CSR 23-24 Volume-2, Pg No. 46/ SI. No.8.30) Sqm 182.7 182.7 132.02 False None None False None False 24120.054 0 2953684 97618 None CSR 23-24 Volume-2, Pg No. 46 SI. No.8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) (CSR 23-24 Volume-2, Pg No. 46/ SI. No.8.33.1) Sqm 165.9 165.9 124.27 False None None False None False 20616.393 0 2953685 97618 None CSR 23-24 Volume-2, Pg No. 84 SI. No.11.26.1 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. (CSR 23-24 Volume-2, Pg No. 84/ SI. No.11.26.1) Sqm 144.9 144.9 185.0 False None None False None False 26806.5 0 2953686 97618 None item 1 KKRDB Name Board Each 6000.0 6000.0 1.0 False None None False None False 6000.0 0 1709790411000 1 None None Buildings Detailed Estimate of Saigaon Bus Shelter 1122331.98 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2953687 97619 None CSR 23-24 Volume-1, Pg No. 8 SI. No.1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth (CSR 23-24 Volume-1, Pg No. 8/ SI. No.1.12) Cum 99.75 99.75 11.55 False None None False None False 1152.1125 0 2953688 97619 None CSR 23-24 Volume-1, Pg No. 8 SI. No.1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m (CSR 23-24 Volume-1, Pg No. 8/ SI. No.1.14.1) Cum 107.1 107.1 27.98 False None None False None False 2996.658 0 2953689 97619 None CSR 23-24 Volume-1, Pg No. 15 SI. No.2.1.3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 15/ SI. No.2.1.3) Cum 6288.45 6288.45 4.1 False None None False None False 25782.645 0 2953690 97619 None CSR 23-24 Volume-2, Pg No. 9 SI. No.5.3 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (CSR 23-24 Volume-2, Pg No. 9/ SI. No.5.3) Cum 6515.25 6515.25 11.67 False None None False None False 76032.9675 0 2953691 97619 None CSR 23-24 Volume-1, Pg No. 15 SI. No.2.2.1 Providing and laying in position Cement Concrete for all Foundation works. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 15/ SI. No.2.2.1) Cum 6601.35 6601.35 3.89 False None None False None False 25679.2515 0 2953692 97619 None CSR 23-24 Volume-1, Pg No. 29 SI. No.1a Formwark for Footings Isolated @ 8% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.1a) Cum 528.11 528.11 3.89 False None None False None False 2054.3479 0 2953693 97619 None CSR 23-24 Volume-1, Pg No. 16 SI. No.2.4.2 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 DesignMix Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 16/ SI. No.2.4.2) Cum 6639.15 6639.15 2.84 False None None False None False 18855.186 0 2953694 97619 None CSR 23-24 Volume-1, Pg No. 29 SI. No.7 Formwark for Columns @ 70% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.7) Cum 4647.41 4647.41 0.97 False None None False None False 4507.9877 0 2953695 97619 None CSR 23-24 Volume-1, Pg No. 29 SI. No.1a Formwark for Plinth beams of Buildings @ 50% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.1a) Cum 2323.7 2323.7 1.87 False None None False None False 4345.319 0 2953696 97619 None CSR 23-24 Volume-1, Pg No. 7 SI. No.1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (CSR 23-24 Volume-1, Pg No. 7/ SI. No.1.9) Cum 279.3 279.3 42.32 False None None False None False 11819.976 0 2953697 97619 None CSR 23-24 Volume-1, Pg No. 16 SI. No.2.5.1 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 16/ SI. No.2.5.1) Cum 6961.5 6961.5 15.92 False None None False None False 110827.08 0 2953698 97619 None CSR 23-24 Volume-1, Pg No. 29 SI. No.7 Formwark for Columns @ 70% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.7) Cum 4873.05 4873.05 2.2 False None None False None False 10720.71 0 2953699 97619 None CSR 23-24 Volume-1, Pg No. 30 SI. No.12 Formwark for Beams & Lintels of Building @ 60% (CSR 23-24 Volume-1, Pg No. 30/ SI. No.12) Cum 4176.9 4176.9 4.23 False None None False None False 17668.287 0 2953700 97619 None CSR 23-24 Volume-1, Pg No. 30 SI. No.13 Formwark for Roof Slab of Building @ 50% (CSR 23-24 Volume-1, Pg No. 30/ SI. No.13) Cum 3480.75 3480.75 9.3 False None None False None False 32370.975 0 2953701 97619 None CSR 23-24 Volume-1, Pg No. 30 SI. No.17 Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (CSR 23-24 Volume-1, Pg No. 30/ SI. No.17) Cum 3132.68 3132.68 0.19 False None None False None False 595.2092 0 2953702 97619 None CSR 23-24 Volume-1, Pg No. 16 SI. No.2.4.1 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 16/ SI. No.2.4.1) Cum 6724.2 6724.2 6.79 False None None False None False 45657.318 0 2953703 97619 None CSR 23-24 Volume-1, Pg No. 18 SI. No.2.11a Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings (CSR 23-24 Volume-1, Pg No. 18/ SI. No.2.11a) Tonne 93929.85 93929.85 2.49 False None None False None False 233885.3265 0 2953704 97619 None CSR 23-24 Volume-2, Pg No. 14 SI. No.6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(CSR 23-24 Volume-2, Pg No. 14/ SI. No.6.8) Cum 8367.45 8367.45 14.96 False None None False None False 125177.052 0 2953705 97619 None CSR 23-24 Volume-2, Pg No. 86 SI. No.11.31 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge including cost of materials, labour, usage charges of machinery complete as per specifications. (CSR 23-24 Volume-2, Pg No. 86/ SI. No.11.31) Kg 120.75 120.75 150.0 False None None False None False 18112.5 0 2953706 97619 None CSR 23-24 Volume-2, Pg No. 108-109 SI. No.12.84 Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight withreinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. CSR 23-24 Volume-2, Pg No. 108-109/ SI. No.12.84) Sqm 5274.15 5274.15 6.0 False None None False None False 31644.9 0 2953707 97619 None CSR 23-24 Volume-2, Pg No. 64 SI. No.9.34 Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications. (CSR 23-24 Volume-2, Pg No. 64/ SI. No.9.34) Sqm 1622.25 1622.25 42.24 False None None False None False 68523.84 0 2953708 97619 None CSR 23-24 Volume-2, Pg No. 63 SI. No.9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. (CSR 23-24 Volume-2, Pg No. 63/ SI. No.9.24) Sqm 2994.6 2994.6 21.16 False None None False None False 63365.736 0 2953709 97619 None CSR 23-24 Volume-2, Pg No. 41 SI. No.8.1.2 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (CSR 23-24 Volume-2, Pg No. 41/ SI. No.8.1.2) Sqm 253.05 253.05 124.27 False None None False None False 31446.5235 0 2953710 97619 None CSR 23-24 Volume-2, Pg No. 50 SI. No.8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. (CSR 23-24 Volume-2, Pg No. 50/ SI. No.8.51) Sqm 105.0 105.0 124.27 False None None False None False 13048.35 0 2953711 97619 None CSR 23-24 Volume-2, Pg No. 42 SI. No.8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (CSR 23-24 Volume-2, Pg No. 42/ SI. No.8.8) Sqm 389.55 389.55 132.02 False None None False None False 51428.391 0 2953712 97619 None CSR 23-24 Volume-2, Pg No. 44 SI. No.8.16a Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. (CSR 23-24 Volume-2, Pg No. 44/ SI. No.8.16a) Sqm 1299.9 1299.9 10.08 False None None False None False 13102.992 0 2953713 97619 None CSR 23-24 Volume-2, Pg No. 26 SI. No.7.35 Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete. (CSR 23-24 Volume-2, Pg No. 26/ SI. No.7.35) Sqm 308.7 308.7 10.08 False None None False None False 3111.696 0 2953714 97619 None CSR 23-24 Volume-2, Pg No. 47 SI. No.8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (CSR 23-24 Volume-2, Pg No. 47/ SI. No.8.33.3) Sqm 145.95 145.95 6.0 False None None False None False 875.7 0 2953715 97619 None CSR 23-24 Volume-2, Pg No. 46 SI. No.8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (CSR 23-24 Volume-2, Pg No. 46/ SI. No.8.30) Sqm 182.7 182.7 132.02 False None None False None False 24120.054 0 2953716 97619 None CSR 23-24 Volume-2, Pg No. 46 SI. No.8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) (CSR 23-24 Volume-2, Pg No. 46/ SI. No.8.33.1) Sqm 165.9 165.9 124.27 False None None False None False 20616.393 0 2953717 97619 None CSR 23-24 Volume-2, Pg No. 84 SI. No.11.26.1 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. (CSR 23-24 Volume-2, Pg No. 84/ SI. No.11.26.1) Sqm 144.9 144.9 185.0 False None None False None False 26806.5 0 2953718 97619 None item 1 KKRDB Name Board Each 6000.0 6000.0 1.0 False None None False None False 6000.0 0 1709790411000 1 None None Buildings Detailed Estimate of Balegaon Cross Bus Shelter 1122331.98 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2953719 97620 None CSR 23-24 Volume-1, Pg No. 8 SI. No.1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth (CSR 23-24 Volume-1, Pg No. 8/ SI. No.1.12) Cum 99.75 99.75 11.55 False None None False None False 1152.1125 0 2953720 97620 None CSR 23-24 Volume-1, Pg No. 8 SI. No.1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m (CSR 23-24 Volume-1, Pg No. 8/ SI. No.1.14.1) Cum 107.1 107.1 27.98 False None None False None False 2996.658 0 2953721 97620 None CSR 23-24 Volume-1, Pg No. 15 SI. No.2.1.3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 15/ SI. No.2.1.3) Cum 6288.45 6288.45 4.1 False None None False None False 25782.645 0 2953722 97620 None CSR 23-24 Volume-2, Pg No. 9 SI. No.5.3 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (CSR 23-24 Volume-2, Pg No. 9/ SI. No.5.3) Cum 6515.25 6515.25 11.67 False None None False None False 76032.9675 0 2953723 97620 None CSR 23-24 Volume-1, Pg No. 15 SI. No.2.2.1 Providing and laying in position Cement Concrete for all Foundation works. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 15/ SI. No.2.2.1) Cum 6601.35 6601.35 3.89 False None None False None False 25679.2515 0 2953724 97620 None CSR 23-24 Volume-1, Pg No. 29 SI. No.1a Formwark for Footings Isolated @ 8% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.1a) Cum 528.11 528.11 3.89 False None None False None False 2054.3479 0 2953725 97620 None CSR 23-24 Volume-1, Pg No. 16 SI. No.2.4.2 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 DesignMix Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 16/ SI. No.2.4.2) Cum 6639.15 6639.15 2.84 False None None False None False 18855.186 0 2953726 97620 None CSR 23-24 Volume-1, Pg No. 29 SI. No.7 Formwark for Columns @ 70% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.7) Cum 4647.41 4647.41 0.97 False None None False None False 4507.9877 0 2953727 97620 None CSR 23-24 Volume-1, Pg No. 29 SI. No.1a Formwark for Plinth beams of Buildings @ 50% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.1a) Cum 2323.7 2323.7 1.87 False None None False None False 4345.319 0 2953728 97620 None CSR 23-24 Volume-1, Pg No. 7 SI. No.1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (CSR 23-24 Volume-1, Pg No. 7/ SI. No.1.9) Cum 279.3 279.3 42.32 False None None False None False 11819.976 0 2953729 97620 None CSR 23-24 Volume-1, Pg No. 16 SI. No.2.5.1 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 16/ SI. No.2.5.1) Cum 6961.5 6961.5 15.92 False None None False None False 110827.08 0 2953730 97620 None CSR 23-24 Volume-1, Pg No. 29 SI. No.7 Formwark for Columns @ 70% (CSR 23-24 Volume-1, Pg No. 29/ SI. No.7) Cum 4873.05 4873.05 2.2 False None None False None False 10720.71 0 2953731 97620 None CSR 23-24 Volume-1, Pg No. 30 SI. No.12 Formwark for Beams & Lintels of Building @ 60% (CSR 23-24 Volume-1, Pg No. 30/ SI. No.12) Cum 4176.9 4176.9 4.23 False None None False None False 17668.287 0 2953732 97620 None CSR 23-24 Volume-1, Pg No. 30 SI. No.13 Formwark for Roof Slab of Building @ 50% (CSR 23-24 Volume-1, Pg No. 30/ SI. No.13) Cum 3480.75 3480.75 9.3 False None None False None False 32370.975 0 2953733 97620 None CSR 23-24 Volume-1, Pg No. 30 SI. No.17 Formwark for Chejjas, Canopy & Other Architectural projections of minor sections @ 45% (CSR 23-24 Volume-1, Pg No. 30/ SI. No.17) Cum 3132.68 3132.68 0.19 False None None False None False 595.2092 0 2953734 97620 None CSR 23-24 Volume-1, Pg No. 16 SI. No.2.4.1 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (CSR 23-24 Volume-1, Pg No. 16/ SI. No.2.4.1) Cum 6724.2 6724.2 6.79 False None None False None False 45657.318 0 2953735 97620 None CSR 23-24 Volume-1, Pg No. 18 SI. No.2.11a Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings (CSR 23-24 Volume-1, Pg No. 18/ SI. No.2.11a) Tonne 93929.85 93929.85 2.49 False None None False None False 233885.3265 0 2953736 97620 None CSR 23-24 Volume-2, Pg No. 14 SI. No.6.8 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(CSR 23-24 Volume-2, Pg No. 14/ SI. No.6.8) Cum 8367.45 8367.45 14.96 False None None False None False 125177.052 0 2953737 97620 None CSR 23-24 Volume-2, Pg No. 86 SI. No.11.31 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge including cost of materials, labour, usage charges of machinery complete as per specifications. (CSR 23-24 Volume-2, Pg No. 86/ SI. No.11.31) Kg 120.75 120.75 150.0 False None None False None False 18112.5 0 2953738 97620 None CSR 23-24 Volume-2, Pg No. 108-109 SI. No.12.84 Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight withreinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. CSR 23-24 Volume-2, Pg No. 108-109/ SI. No.12.84) Sqm 5274.15 5274.15 6.0 False None None False None False 31644.9 0 2953739 97620 None CSR 23-24 Volume-2, Pg No. 64 SI. No.9.34 Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications. (CSR 23-24 Volume-2, Pg No. 64/ SI. No.9.34) Sqm 1622.25 1622.25 42.24 False None None False None False 68523.84 0 2953740 97620 None CSR 23-24 Volume-2, Pg No. 63 SI. No.9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.** Polished Granite stone slab Black, Cat Eye, River Pink or equivalent. (CSR 23-24 Volume-2, Pg No. 63/ SI. No.9.24) Sqm 2994.6 2994.6 21.16 False None None False None False 63365.736 0 2953741 97620 None CSR 23-24 Volume-2, Pg No. 41 SI. No.8.1.2 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (CSR 23-24 Volume-2, Pg No. 41/ SI. No.8.1.2) Sqm 253.05 253.05 124.27 False None None False None False 31446.5235 0 2953742 97620 None CSR 23-24 Volume-2, Pg No. 50 SI. No.8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. (CSR 23-24 Volume-2, Pg No. 50/ SI. No.8.51) Sqm 105.0 105.0 124.27 False None None False None False 13048.35 0 2953743 97620 None CSR 23-24 Volume-2, Pg No. 42 SI. No.8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (CSR 23-24 Volume-2, Pg No. 42/ SI. No.8.8) Sqm 389.55 389.55 132.02 False None None False None False 51428.391 0 2953744 97620 None CSR 23-24 Volume-2, Pg No. 44 SI. No.8.16a Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20 cms. c to c both horizontally and vertically fixed with chicken mesh for drop chajja,facia, backing to cup boards including cost of all materials, labour, providing and removing form work usage charges, curing, complete as per specifications. (CSR 23-24 Volume-2, Pg No. 44/ SI. No.8.16a) Sqm 1299.9 1299.9 10.08 False None None False None False 13102.992 0 2953745 97620 None CSR 23-24 Volume-2, Pg No. 26 SI. No.7.35 Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete. (CSR 23-24 Volume-2, Pg No. 26/ SI. No.7.35) Sqm 308.7 308.7 10.08 False None None False None False 3111.696 0 2953746 97620 None CSR 23-24 Volume-2, Pg No. 47 SI. No.8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (CSR 23-24 Volume-2, Pg No. 47/ SI. No.8.33.3) Sqm 145.95 145.95 6.0 False None None False None False 875.7 0 2953747 97620 None CSR 23-24 Volume-2, Pg No. 46 SI. No.8.30 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (CSR 23-24 Volume-2, Pg No. 46/ SI. No.8.30) Sqm 182.7 182.7 132.02 False None None False None False 24120.054 0 2953748 97620 None CSR 23-24 Volume-2, Pg No. 46 SI. No.8.33.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) (CSR 23-24 Volume-2, Pg No. 46/ SI. No.8.33.1) Sqm 165.9 165.9 124.27 False None None False None False 20616.393 0 2953749 97620 None CSR 23-24 Volume-2, Pg No. 84 SI. No.11.26.1 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in Charge. (CSR 23-24 Volume-2, Pg No. 84/ SI. No.11.26.1) Sqm 144.9 144.9 185.0 False None None False None False 26806.5 0 2953750 97620 None item 1 KKRDB Name Board Each 6000.0 6000.0 1.0 False None None False None False 6000.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1709790411000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1709790411000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1709790411000 0 None None ELIGIBILITY Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document. None 1709790411000 0 None None ELIGIBILITY G.S.T. at the prevailing rates will be given separately None 1709790411000 0 None None ELIGIBILITY The Tenderer shall furnish, as part of his tender, earnest money deposit in the amount as shown in column 4 of the Table of IFT for this particular work. Tenderer can pay the full EMD amount of Rs. 1,34,680 /- through e-payment or the Earnest Money Deposit shall be in two parts. Part(1): Rs. 50,000/- by e-payment, Part-(2): Rs. 84,680 /- EMD shall be in favour of Executive Engineer, PWD, Bidar Division, Bidar, and may be in the form of Bankers Cheque/Demand Draft/Pay order in favour of Executive Engineer, PWD, Bidar Division, Bidar, payable at Bidar or cash or specified Small Savings Instruments pledged to the Executive Engineer, PWD, Bidar Division None 1709790411000 0 None None ELIGIBILITY Period for completion of this work is 06(Six) months including Monsoon. None 1709790411000 0 None None ELIGIBILITY Part (2) Rs. 84,680 /- EMD shall be in favour of Executive Engineer, PWD , Bidar Division, Bidar and may be in the form of Bankers Cheque/Demand Draft/Pay order in favour of Executive Engineer, PWD Divn. Bidar, payable at Bidar or cash or specified Small Savings Instruments pledged to the Executive Engineer, PWD.Division, Bidar or Bank Guarantee in the prescribed format obtained form any Nationaled / Scheduled Banks None 1709790411000 0 None None ELIGIBILITY To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2018-19 ,2019-20 ,2020-21 2021-22 and 2022-23 (a) achieved in at least two financial years a minimum financial turn over (in all cases of civil engineering construction works only) Rs. 67.34 Lakhs/- Turnover certificate must have UDI number , otherwise it will not be considered for further bid evaluation. None 1709790411000 0 None None ELIGIBILITY Liquid Assets and/or availability of credit facilities of not less than Rs. 20.21 Lakhs Lakhs (Credit Lines/Letter of Credit/Certificates from the Banks for meeting the fund requirement etc. None 1709790411000 0 None None ELIGIBILITY To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2018-19 ,2019-20 ,2020-21 2021-22 and 2022-23 (b) satisfactorily completed as prime contractor, at least one similar work such as Construction of Building such as of value not less than Rs 33.67 Lakhs/- None 1709790411000 0 None None ELIGIBILITY To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2018-19 ,2019-20 ,2020-21 2021-22 and 2022-23 (c) executed in any one year, the following minimum quantities of work(1)Earth work excavation/embankment/shoulders: 393 cum (2) PCC/RCC:161.00 Cum (3) Mansory:127.83 Cum (4) TMT Steel: 11.96 mt (5) Plastering: 1278.58 sqm (6) flooring: 304.32 sqm None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx) None None None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) None None None None None None Banker Details for reference None None None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None None None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years None None None None None None Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded None None None None None None List of Financial Resources with Certificates None None None None None None To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2018-19 ,2019-20 ,2020-21 2021-22 and 2022-23 (b) satisfactorily completed as prime contractor, at least one similar work such as Construction of Building such as of value not less than Rs 33.67 Lakhs/- Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2018-19 ,2019-20 ,2020-21 2021-22 and 2022-23 (c) executed in any one year, the following minimum quantities of work(1)Earth work excavation/embankment/shoulders: 393 cum (2) PCC/RCC:161.00 Cum (3) Mansory:127.83 Cum (4) TMT Steel: 11.96 mt (5) Plastering: 1278.58 sqm (6) flooring: 304.32 sqm Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None List of existing commitments and ongoing works Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- List of existing commitments and ongoing works None None None None List of works for which tenders already submitted Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- List of works for which tenders already submitted None None None None To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2018-19 ,2019-20 ,2020-21 2021-22 and 2022-23 (a) achieved in at least two financial years a minimum financial turn over (in all cases of civil engineering construction works only) Rs. 67.34 Lakhs/- Turnover certificate must have UDI number , otherwise it will not be considered for further bid evaluation. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Liquid Assets and/or availability of credit facilities of not less than Rs. 20.21 Lakhs Lakhs (Credit Lines/Letter of Credit/Certificates from the Banks for meeting the fund requirement etc. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid Company Registration Certificate True Technical Bid Work done Certificate True Technical Bid Line of Credit True Technical Bid Other Documents False Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None